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BPOL2020-0254Permit Details PERMIT NUMBER City of La Quints BPOL2020-0254 Description: ROBINSON / POOL, SPA, BBQ AREA AND FIRE PIT AT SIDE YARD Type: POOL CONSTRUCTION Subtype: PRIVATE Status: FINALED (WEB) Applied: 12/1/2020 ECON Approved: 12/17/2020 JFU Issued: 1/4/2021 ONLINE Finaled: 11/19/2021 KKI Expired: Parcel No: 767790039 Site Address: 54810 CAVALCADE CT LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: 200 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $200,000.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: ROBINSON / POOL AND SPA + SUNKEN BBQ AREA W/ RETAINING WALLS + SUNKEN FIRE PIT AT SOUTH SIDE YARD [SITE -SPECIFIC ENGINEERING BY POOL ENGINEERING INC. + ANGELUS S-1.7LQ CMU DETAIL]. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. WET STAMPED POOL ENGINEERING SHEET MUST BE ON SITE FOR INSPECTION. THIS PERMIT DOES NOT INCLUDE PATIO COVER OR BLOCK WALLS. 2019 CALIFORNIA BUILDING CODE. 1319 II Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JAKE FUSON 12/3/2020 12/3/2020 NOTIFIED APPLICANT OF 1ST REVIEW COMMENTS, SENT REDLINED PLAN SET VIA EMAIL. E-MAIL JAKE FUSON 12/17/2020 12/17/2020 NOTIFIED APPLICANT THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE. RESUBMITTAL JAKE FUSON 12/15/2020 12/15/2020 2ND SUBMITTAL RECEIVED LATE AFTERNOON 12/15/2020. IIIL MIL CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT BRILLIANT POOLS DBA PREMIER POOLS & SPAS PO BOX 429 YUCCA VALLEY CA 92286 (310)365-1570 JLEWIS@PPAS.COM CONTRACTOR BRILLIANT POOLS DBA PREMIER POOLS & SPAS PO BOX 429 YUCCA VALLEY CA 92286 (310)365-1570 JLEWIS@PPAS.COM Printed: Wednesday, July 19, 2023 5:24:01 PM 1 of 6 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BPOL2020-0254 Al CONTACTS NAME TYPE NAME ADDRESS1 CITY I STATE ZIP PHONE FAX EMAIL OWNER Jim Robinson 54810 Cavalcade Ct La Quinta CA 92253 ( FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY WALL/FENCE FIRST 100LF 101-0000-42404 0 $53.67 $53.67 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON WALL/FENCE FIRST 100LF PC 101-0000-42600 0 $67.08 $67.08 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for BLOCK WALL 2019: $120.75 $120.75 BSAS SB1473 FEE 101-0000-20306 0 $8.00 $8.00 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for BUILDING STANDARDS ADMINISTRATION $8.00 $8.00 BSA: DEVICES, FIRST 20 101-0000-42403 0 $26.83 $26.83 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON DEVICES, FIRST 20 PC 101-0000-42600 0 $26.83 $26.83 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for ELECTRICAL 2019: $53.66 $53.66 GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $13.42 $13.42 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Printed: Wednesday, July 19, 2023 5:24:01 PM 2 of 6 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BPOL2020-0254 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ ■ PAID BY CLTD BY GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $26.83 $26.83 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for PLUMBING 2019: $40.25 $40.25 SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $201.25 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON SWIMMING POOL/SPA PC 101-0000-42600 0 $109.48 $109.48 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for POOL / SPA 2019: $310.73 $310.73 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/4/21 WEB7069 080317 CREDIT BRILLIANT POOLS DBA PREMIER POOLS & SPAS ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $548.39 $548.39 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES UNDERGROUND PLBG DCL 2/17/2021 2/17/2021 APPROVED UNDERGROUND GAS DCL 2/17/2021 2/17/2021 PARTIALLY APPROVED - FROM NORTH SIDE YARD TO BBQ LOCATION AND SOUTH SIDE YARD RISER. DOES NOT INCLUDE BRANCHES TO FIRE FEATURES OR TIE- IN AT METER. CALL FOR UNDERGROUND INSPECTION OF THESE AREAS WHEN READY. Printed: Wednesday, July 19, 2023 5:24:01 PM 3 of 6 CRWSYSTEMS Permit Details tua_ - City of La Quinta PERMIT NUMBER BPOL2020-025 p. UNDERGROUND ELEC DCL 2/17/2021 2/17/2021 APPROVED PRE-GUNITE DCL 2/17/2021 2/17/2021 APPROVED DECK BOND KKI 3/12/2021 3/12/2021 APPROVED eTRAKiT Inspection Request 3/11/2021 6:29 AM BRILLIANT POOLS DBA PREMIER POOLS & SPAS Contact Name: BRILLIANT POOLS DBA PREMIER POOLS & SPAS Site Address: 54810 CAVALCADE CT Phone: 7609546945 e-Mail: JLEWIS@PPAS.COM FOOTINGS JAN 3/31/2021 3/31/2021 APPROVED -PROVIDE STRUCTURAL DESIGN FOR SUNK IN BBQ AND FIRE PIT, DESIGN DOES NOT COMPLY UNDER A STANDARD RETAINING WALL PARAMETERS. STATUS CHANGED TO APPROVED AFTER MEETING HELD WITH PLAN EXAMINER. BOND BEAM DCL 4/28/2021 4/28/2021 APPROVED PRE -PLASTER KKI 8/23/2021 8/23/2021 NOT READY eTRAKiT Inspection Request 8/19/2021 7:36 PM BRILLIANT POOLS DBA PREMIER POOLS & SPAS Contact Name: BRILLIANT POOLS DBA PREMIER POOLS & SPAS Site Address: 54810 CAVALCADE CT Phone: 7609546945 e-Mail: JLEWIS@PPAS.COM Printed: Wednesday, July 19, 2023 5:24:01 PM 4 of 6 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quints BPOL2020-0254 PRE -PLASTER KKI 8/30/2021 8/30/2021 NOT READY eTRAKiT Inspection Request 8/27/2021 10:32 AM BRILLIANT POOLS DBA PREMIER POOLS & SPAS Contact Name: BRILLIANT POOLS DBA PREMIER POOLS & SPAS Site Address: 54810 CAVALCADE CT Phone: 7609546945 e-Mail: JLEWIS@PPAS.COM PRE -PLASTER KKI 9/2/2021 9/2/2021 APPROVED eTRAKiT Inspection Request 8/31/2021 4:18 PM BRILLIANT POOLS DBA PREMIER POOLS & SPAS Contact Name: BRILLIANT POOLS DBA PREMIER POOLS & SPAS Site Address: 54810 CAVALCADE CT Phone: 7609546945 e-Mail: JLEWIS@PPAS.COM FINAL** KKI 11/19/2021 11/19/2021 APPROVED eTRAKiT Inspection Request 11/18/2021 1:54 PM BRILLIANT POOLS DBA PREMIER POOLS & SPAS Contact Name: BRILLIANT POOLS DBA PREMIER POOLS & SPAS Site Address: 54810 CAVALCADE CT Phone: 7603330187 e-Mail: JLEWIS@PPAS.COM PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE I RETURNEDDATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY) JAKE FUSON 12/1/2020 12/2/2020 12/3/2020 REVISIONS REQUIRED SEE 1ST REVIEW REDLINED PLAN SET. Printed: Wednesday, July 19, 2023 5:24:01 PM 5 of 6 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0254ma 2ND BLDG NS (1 DAY) JAKE FUSON 12/16/2020 12/17/2020 12/17/2020 APPROVED BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/1/2020 EtrakitContractor 1ST SUBMITTAL ENGINEERING Robinson 54810 Cavalcade Ct - Plan 11- 120-20.pdf 1 DOC 12/1/2020 EtrakitContractor 1ST SUBMITTAL POOL PLAN Robinson Job revised_001.pdf 1 DOC 12/3/2020 JAKE FUSON 1ST REVIEW REDLINED PLAN BPOL2020 0254 1ST REVIEW REDLINED PLAN.pdf 1 DOC 12/15/2020 JAKE FUSON 2ND SUBMITTAL ENGINEERING BPOL2020-0254 - 2ND SUBMITTAL ENGINEERING.pdf 1 DOC 12/15/2020 JAKE FUSON 2ND SUBMITTAL PLAN SET BPOL2020 0254 2ND SUBMITTAL PLAN SET.pdf 1 DOC 12/17/2020 JAKE FUSON APPROVED ENGINEERING BPOL2020-0254 - APPROVED ENGINEERING.pdf 1 DOC 12/17/2020 JAKE FUSON APPROVED PLAN SET BPOL2020-0254 - APPROVED PLAN SET.pdf 1 Printed: Wednesday, July 19, 2023 5:24:01 PM 6 of 6 CRWSYSTE S Robinson, Jim 73700 Dinah Shore Dr. #207 Palm Desert, CA 92211 760-333-0187 C53-878257 BPOL2020-0254 ROBINSON / POOL AND SPA + SUNKEN BBQ AREA W/ RETAINING WALLS + SUNKEN FIRE PIT AT SOUTH SIDE YARD [SITE -SPECIFIC ENGINEERING BY POOL ENGINEERING INC. + ANGELUS S-1.7LQ CMU DETAIL]. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. WET STAMPED POOL ENGINEERING SHEET MUST BE ON SITE FOR INSPECTION. THIS PERMIT DOES NOT INCLUDE PATIO COVER OR BLOCK WALLS. 2019 CALIFORNIA BUILDING CODE. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 12/17/2020 BY I 10' 7" 248' of Gray UL 1 1/4" pipe. #4awg 50A less than 3% voltage drop per NEC code 275' of Gray UL 1 1/4" pipe. #2awg 50A less than 3% voltage drop per NEC code Gate opens out self close, self latch tWlir Existing gasline to be connected to heater Pool equipment 278' of 2" poly gasline 296' of 2" poly gasline Gas meter Electric meter Existing house BBQ AREA RETAINING WALLS PER ANGELUS S-1.7LQ DETAILING r 6'-0- BBQ _38" -38" -3" • • Patio cover Information: Separate 32' x 25' Solid insulated top patio cover with (6) 10 inch columns, with (9) LED recessed LED lights and (2) j-boxes for future fan (1) 12" rain sheer descent. led strip lighting in channel around perimeter of patio structure Submersible pump (sunken area drainage.) with custom benihana table +15 -6" 20' —311 +84 18'i� � �84 +847 9" ++ -G. 4-84 278' of 2" poly gasline is off to BBQ 1.5" & firefeatures Pool information: Pool dimensions. 46' 6" x 20'. 1072 sqaure feet. 184 linear feet Geometric shape. Spa information: Spa dimensions. 10' x 8', 80 square feet, 36 linear feet. 360' spill over. Top and outer sides (16) jets alternate heights. two dedicated 2HP pump for jets (1) color changing Jandy 12v 24watt light Rain curtain pump sheer descent pump bubbler pump splash pad pump jet pump 1 jet pump 2 _911 T 1" A .---10' /01-3 1 +15" +15" +6" io I +_ 5" +15 Jandy sub panel fire feature in sunken area. linear stainless steel burner with UL approved electronic ignition. 54810 cavalcade court 54810 cavalcade court 54810 cavalcade court Scale: 1/8" = 1 ft Callouts Property Line. Lights: Home Owner Information: Name: Jim robinson State: California Address: 54810 cavalcade court City: La quinta Zip: 92253 Phone: 310-365-1570 Email Address: jimrobinson@jurispro.com Additional Info: Additional Info: Supervisor: Tom'O Leary Scale: 1/8"= 1ft Bob Cat Size: Regular size Job Site Number: 1188 Contract Date: Pool Specifications: Size: 46 6" x 20' Depth: 3' X 6' Gallons: 26,113 Interior Finish: TBD SQFT: 1072' Perimeter: 184' Skimmers: 2 Lights: (7) Hydro cool LED color lights Water Features: Sheer Descents: N/A Standard Deck Jets: N/A Lighted Deck Jets: N/A Waterfall: N/A Slide: N/A Spa Specifications: Raised Height: +0 Size: 10' x 8' Depth: 3' 6" Gallons: 1,263 Interior Finish: TBD SQFT: 80' Perimeter: 36' Number of Jets: 16 Lights: (1) Hydro cool LED color Fencing: Fencing Type: N/A Height: N/A Gate: N/A Plumbing: Pool Suction: Spa Suction: Jet Suction: Vac Line: Gas Line Size: Other: Pool Return: Spa Hot Water: Jet Return: Skimmers: Electrical Equipment: Controls: JEPR controller Subpanel Type: (3) jandy sub panels Coping, Decking Surface #1: Coping Material: TBD Square Feet: Deck Material: TBD Square Feet: Color / Finish: Color / Finish: Coping, Decking Surface #2: Coping Material: Square Feet: Deck Material: Square Feet: Color / Finish: Color / Finish: Tile, Stone #1: 1 # Surface: TBD Type: TBD Tile, Stone #2: 2# Surface: N/A Type: N/A Equipment: Circ Pump: Jandy 2.7 variable speed cpump Filter: Jxi 400,000 BTU Cleaner: AOP 50 Heater: Jandy cv 580 Steel: Steel Size: N/A Bond beam: N/A Masonry: BBQ: Exterior Finish: N/A Counter Top: N/A Equipment: N/A FirePit: Top: N/A Burn Type: N/A Ignition Type: N/A Media Type: N/A Additional Masonry: Notes: Note: Note: Note: Note: Note: OWNER RESPONSIBILITES: Owner to: (1) OWNER TO BE PRESENT AT LAYOUT TO APPROVE POOL. (2) TAKE NOTICE THAT THE POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILDING DEPARTMENT AT THE TIME OF ISSUANCE OF PERMIT (3) WET DOWN GUNITE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED (4) AGREE THAT PREMIER POOLS & SPAS IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA PRIOR (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSER PRIOR TO PREPLASTER INSPECTION. (6) FILL POOL IMMEDIATELY AFTER, PLASTER.(FOLLOW INSTRUCTIONS- DO NOT USE RUBBER HOSE) OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE Electrical: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 660.26, City Requirements: 2019 CALIFORNIA BUILDING CODE (BASED ON CODE 2006 IBC) 2019 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 2019 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) 2019 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDER DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED INSTALLATIONS OTHER THAN THE UDNERGROUND FACILITES OWNED OR OPERATED BY THEOTJER SUITABLE MARKING THE ARE TO BE EXAVATED. X Layout Approved By Homeowner Electrical run: Gas run: - - - Skimmer: Autofill: BPOL2020-0254 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 1 2/17/2020 BY F APPROVED ENGINEERING 248' of Gray UL 1 1/4" pipe. #4awg 50A less than 3% voltage drop per NEC code 275' of Gray UL 1 1/4" pipe. #2awg wire. 50A less than 3# voltage drop per NEC code Pool equipment 278' of 2" poly gasline 296' of 2" poly gasline 10' 7" • • • • • • • S 7 • • Gate opens out self latch Existing gasline to be connected to heater Existing house Gas meter Electric meter SITE PLAN REVIEWED for ithrmilan structural details Matthe G. Thompson Pool Engineering, Inc. Structural details shall take precedence over conflicts with site plan. BB -38" L 551 0 100 - 3' - 6' 70' - 3' r —I Patio cover information: Separate 32' x 25' Solid insulated top patio cover with (6) 10 inch columns. with (9) LED recessed LED lights adn (2) j-boxes for future fan (1) 12" rain sheer descent. led strip lighting in channel around perimeter of patio structure 278' of 2" poly gasline is off to BBQ 1.5" & firefeatures Submerisble pump (sunken area drainage.) Jandy sub panel Pool information: Pool dimensions. 46' , 6" x 20' . 1072 square feet. 184 linear feet Geometric shape. 0 +15 • • A • ii 1861 •. •- 1-1 _9," V 10' /0 1 ■ V NJ • Rain curtain pump. sheer descent pump bubbler pump splash pad pump jet pump 1 jet pump 2 Jandy sub panel Spa dimensions: 10' x 8' , 80 square feet, 36 linear feet. 360' spill over. Top and outer sides to (16) jets at alternate heights. two dedicated 2HP pumps for jets. (1) color changing Jandy 12v 24 watt light +15 LD 0 J (V +6" +15 fire feature in sunken area. Linear stainless steel burner with UL approved electronic ignition. 54810 Cavalcade court 54810 Cavalcade court 54810 Cavalcade court X Layout Approved By Homeowner render oo/s & Spas 73700 Dinah Shore Dr. #207 Palm Desert, CA 92211 760-333-0187 C53-878257 Home Owner Information: Name: Jim Robinson State: California Additional Info: Supervisor: Tom'O Leary Address: 54810 Cavalcade court Zip:92253 Scale:1/8"— lft Bob Cat Size: Regular size City: La quinta Phone: 310-365-1570 Job Site Number: 1188 Email Address: jimrobinson@jurispro.com Contract Date: Additional Info: Pool Specifications: Size: 46' x 20' SQFT: 1072' Water Features: Sheer Descents: N/A Depth: 3' x 6' Perimeter: 184' Standard Deck Jets: N/A Lighted Deck Jets: N/A Gallons: 26,113 Skimmers: 2 Interior Finish: TBD Waterfall: N/A Lights: (7) Hydro cool LED color lights Slide: N/A Spa Specifications: Raised Height: +0 Fencing: Type: N/A Fencing Size: 10' x 8' SQFT: 80' Depth: 3' x 6" Perimeter: 36' Height: N/A Gallons: 1,263 Number of Jets: 16 Interior Finish: TBD Gate: /NA Lights: (1) Hydro cool LED color lights Plumbing: Pool Suction: Pool Return: Electrical Equipment: Controls: JEPR controller Spa Suction: Spa Hot Water: Jet Suction: Subpanel Type: (3) jandy sub panels Jet Return: Vac Line: 2" Skimmers: Gas Line Size: Other: Coping, Decking Surface #1: Coping Material: TBD Coping, Decking Surface #2: Coping Material: N/A Square Feet: Color / Finish: Square Feet: N/A Color / Finish: N/A Deck Mate al: TBD Deck Material: N/A Square Feet: Color / Finish: Square Feet: N/A Color / Finish: N/A Tile, Stone #1: I # Surface: TBD Tile, Stone #2: 2# Surface: N/A Type: TBD Type: N/A Equipment: Circ Pump: Jandy 2.7 variable speed epump Steel: Steel Size: N/A Heater: Jxi 400,000 BTU bond beam: N/A Cleaner: AOP 50 Filter: Jandy cv 580 Masonry: BBQ: Exterior Finish: FirePit: Top: N/A Bunt Type: N/A Counter Top: Ignition Type: N/A Media Type: N/A Equipment: Additional Masonry: render s & Spas ... t_. Notes: Note: Note: Note: Note: Note: OWNER RESPONSIBILITES: Owner to: (1) OWNER TO BE PRESENT AT LAYOUT TO APPROVE POOL. (2) TAKE NOTICE THAT THE POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILDING DEPARTMENT AT THE TIME OF ISSUANCE OF PERMIT (3) WET DOWN GUNITE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED (4) AGREE THAT PREMIER POOLS & SPAS IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA PRIOR (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSER PRIOR TO PREPLASTER INSPECTION. (6) FILL POOL IMMEDIATELY AFTER, PLASTER.(FOLLOW INSTRUCTIONS- DO NOT USE RUBBER HOSE) OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE Electrical: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 660.26, City Requirements: 2019 CALIFORNIA BUILDING CODE (BASED ON CODE 2006 IBC) 2019 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 2019 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) 2019 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDER DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED INSTALLATIONS OTHER THAN THE UDNERGROUND FACILITES OWNED OR OPERATED BY THEOTJER SUITABLE MARKING THE ARE TO BE EXAVATED. Scale: 1/8" = 1 ft go8EF06 a 811 /CLING PP TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS STANDARD POOL STRUCTURAL PLAN r BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. DECKING. MINIMUM WIDTH PER LOCAL BUILDING CODE. TABLE 1 r"-N A TABLE 5 TABLE TABLE TABLE B (E C 'I 11 NO R.B.B. UNDER- WATER LIGHT PER DETAIL #10. D Ann,' c n I- \./ - BASIC GRID #3 BARS ® 12" O.C. WATER SURFACE. APPROX. 3" BELOW BOND BEAM. STEEL BASKET IS NOT REQUIRED DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL CIRCULATION DRAINS. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. CO N o 2nd ADD BARS BENCH/STEPS SEE OPTIONS ABOVE r [J WOOD FRAME BUILDING (2-STORY W/ SLAB ON GRADE or 1-STORY W/ CRAWL SPACE) 1500 #/FOOT MAX. 'W' 3'-0" MIN: - ADD #3 © 12" O.C. LONGITUDINAL © TRANSITION FOR EXP. SOILS. TYP. FLOOR 6" THICK MIN. SHOTCRETE (GUNITE) W/ #3 BARS ® 12" O.C. EA CH CH DIRECTION IN HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. TYPICAL LONGITUDINAL SECTION COPING INFLUENCE LINE FOR FOOTING SURCHARGE SURCHARGE CONDITION: J USE TABLE 1 SCHEDULE 'D', (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W'IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) N.T.S. RADIUS NOTE: FLOOR TO WALL TRANSITION NOTE: RADIUS MAY VARY DEPENDING ON BOND BEAM HORIZONTAL BARS I CONTRACTOR OR OWNER DESIGN INTENT. OVER OR UNDER VERTICAL BARS RADIUS SHALL NOT BE LESS THAN TYPICAL INCLUDING ALL SPECIAL 1-FOOT AND SHALL NOT EXCEED 5-FEET. DRAIN UNDISTURBED SOIL. 1500 PSF MIN. BEARING VALUE. 'C' SHOTCRETE COVER TO BE CHANGED UNIFORMLY. SEE TABLE 1 ACTUAL DIG LINE MAY-3 VARY, LOCATE STEEL 3" CLR FROM EARTH VERTICAL STEEL. SEE TABLE 1 HORIZONTAL STEEL #3 BARS @ 12" 0.C. ADDITIONAL BARS BEGIN AT WALL. (RAISED OR NOT RAIS * IF POOL WALL HEIGHT DOES BARS ARE REQUIRED. (DOES APPROVED SEALANT RECOMMENDED (PER DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. COPING BOND BEAM SEE TABLE #1 & DETAIL #12. EXTEND WALL REINF. INTO FLOOR. (30" MIN. FOR TABLE 5G) 5'-0" FROM THE TOP OF THE POOL ED). NOT EXCEED 5'-0" THEN NO ADDITIONAL NOT APPLY TO SUPPLEMENT DETAILS) STANDARD WALL SECTION START ADDITIONAL BARS* . ✓� DETAILS. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C D e Ca (4) #3 BARS. (4) #3 BARS. (4) #3 BARS. (3) #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'0" 1'-0" 3" #3 © 12" 3" #3 © 12" 3" #3 © 12" 3" #3 W 12" 31/2" 5'0" 1'-6" 3" #3 © 6" 4" #3 © 6" 5" #3 © 6" 5" #3 © 6" -- - 51/2" 51/2" 41/2" 7„ 61" 7,0„ 71„ 7,6„ 5%„ 81A„ 8i/z„ 8�1A„ 81/2„ 1 INDICATES TYPICAL RADIUS (ACTUAL RADIUS INO DECK OR HIGH MAY VARY, SEE RADIUS NOTE AT TOP) EXPANSIVE SOIL 'n' IC nK`TAAInr nn,.,,, FROM TOP OF POOL WALL. IN THE COUNTY OF ORANGE REFER TO "UNINCOPORATED COUNTY OF ORANGE SPECIAL NOTES" REGARDING DESIGN E.F.P. FOR POOLS. SURCHARGE (IN COUNTY OF L.A. USE DETAIL 271-60) N.T.S. SPECIAL DETAIL REQUIRED WHEN LESS THAN 10' SPECIAL DETAIL REQUIRED WHEN LESS THAN H/6 (10' MIN., 20' MAX.) TOP OF SLOPE 1' POOLS SHALL COMPLY WITH SLOPE SETBACKS (CBC 1808.7.3 & 1808.7.5) TOE OF SLOPE OR OTHER SURCHARGE CONDITIONS (SEE GENERAL NOTES #4) NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED THE LIMITATIONS BELOW OR ADDITIONAL SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL SURCHARGE DETAILS ARE REQUIRED. SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 (7.5' MAX. H/4) SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS REQUIRED FOR CONDITIONS ABOVE N.T.S. REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA Sc POOL INSTITUTE (APSP) BEACH ENTRY 'I_III_III STEEL AND SHOTCRETE (GUNITE) THICKNESS PER APPROPRIATE WALL SCHEDULE. POOL FLOOR THICKNESS MAY VARY TO ACHIEVE DESIRED WATER DEPTH. SEE STRUCTURAL NOTE #1 SHALLOW SHELF (REEF) -i I I-III-i 1 BOND BEAM PER TABLE #1 & DETAIL #12 PROVIDE ADEQUATE DRAINAGE BEHIND POOL WALL. HORIZ. STEEL BARS CO 12" O.C. ALTERNATIVE BOND -)1- BEAM LOCATION VERT. STEEL SEE TABLE 5, SCHEDULES E, F OR G 3" , J 'C' CLR. W a 'CV CO 0 0 m Cr) a MASONRY NOTES: T WATER LINE. 0 W Q 0 TOP OF BOND BEAM 1/4" PER FOOT. �(1) #4 ® TOP WATERPROOFING RECOMMENDED. 6" C.M.U. W/ #3 VERT. BAR ® 24" O.C. SOLID GROUT. -11I1: BOND BEAM I IJ I IJ' VERTICAL STEEL W/ 24" MIN. EMBED. TYP. HORIZ. STEEL 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF f'm = 2000 psi. 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 PSI. 3. MORTAR SHALL BE TYPE M WITH f c = 2500 psi AND SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 270. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO UNDISTURBED OR 90% COMPACTED SOIL N.T.S. RAISED BOND BEAM NOTE: SPA AIR -LINE MAY BE LOOPED INTO SPA BOND BEAM. MAINTAIN 1" CLR. TO REINF. REINFORCING PER DETAIL #10. NOT REQUIRED IF 6" MIN. CLEAR PROVIDED. BOND BEAM PER TABLE NO. 1 & DETAIL #12. CIRCULATION DRAINS: PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. (2) #3 BARS. #3 BARS 12" 0.C. EA. WAY. a CO N 1" MIN. CLR. AROUND ALL PIPES. 24" 24" MIN. LAP INTO SPA FLOOR #3 BARS OR POOL WALL. © 12"O.C. 111 EA. WAY. 9" & LARGER (4) #3 BARS #3 BARS 12" 0.C. EA. WAY. t WATER LINE. d J DAM WALL HORIZ. BAR LAP SPLICE: 6" DAM - LAP INTO SPA REINF. 12" DAM - LAP INSIDE BARS INTO SPA REINF. - LAP OUTSIDE BARS INTO POOL REINF. SPA DETAILS SPA DETAILS MAY BE USED - FOR SPAS WITHOUT POOLS. N.T.S. SLOPE EARTH SURFACE 1/4" PER FOOT OR SLOPE DECKING 1/8" TO 1/4" PER FOOT AWAY FROM POOL. 3 1/2”- N 0.: 0 W J o w o, SEE ELECTRICAL AND PLUMBING NOTE #2 REGARDING EQUIPOTENTIAL BONDING GRID 4'-0" MIN. IMPERVIOUS DECK _1111111- SATURATION I RECOMMENDED L J PRIOR TO POURING DECK. 1, FOOTING RECOMMENDED FOR EXPANSIVE SOILS. APPROVED SEALANT INSTALL PER MANUFACTURER DRAIN NOTE: PROVIDE CONTROL JOINTS WHERE APPROPRIATE. REMAINDER OF JOINT IN STYROFOAM OR OTHER EXP. MATERIAL. CONCRETE SHALL NOT TOUCH COPING, BOND BEAM OR ADJACENT STRUCTURES.. LEVEL TOP OF GUNITE W/ GROUT & PLACE #15 FELT OR 4 MIL. VISQUEEN ON TOP. (2) #3 BARS 5" MIN. AROUND ALL (2) #3 'Z' BARS III=111= _ 1=1I I I= SECTION AT SKIMMER 3" CLR. ->`M TYPICAL. 5" MIN. TYPICAL. PLAN AT SKIMMER CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 12/17/2020 BY 1 F TABLE NO. 5 RAISED BOND BEAM NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. VERTICAL VERTICAL VERTICAL D C STEEL C STEEL C STEEL 3'6" 3" #3 © 12" 3" #3 © 12" 3" #3 ® 12" 4'0" 3" 3" 4" 4'6" 3" 31" 5" 5'0„ 3" #3 © 6" 3�/�" #3 © 6" 5" #3 © 6„ 5'6" 3" 4" 6" 6'0" 31" 6'6" 4" 6" u 8" v 7'0" 5" 6" #3 © 4" 8" #3 © 3" 7'6" 51" 8'0" 61/2" 7„ 81/2" 8'6„ 71„ 8„ 91„ 9'0„ 8" 9" 101/2„ 9'6" 9" 10" 1 1 1/2" 10'0" 9" 11" 12" 11'0" 9" 11" 121" 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. 3. POOL ENGINEERING INC. (PEI) RECOMMENDS THAT THE PROPERTY OWNER AND/OR POOL CONTRACTOR RETAIN A LICENSED GEOTECHNICAL CONSULTANT TO OBTAIN GEOTECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED POOL SITE. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO REQUIRE THAT THE UCENSED GEOTECHNICAL CONSULTANT CONFIRM THAT THE POOL STRUCTURAL PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE GEOTECHNICAL REPORT. WHEN A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBIILITY TO VERIFY THAT THE SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED POOL BASED ON THE PEI PLANS BEING USED. 4. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 6. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 7. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2019 BUILDING ENERGY EFFICIENCY STANDARDS, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND LOCAL ORDINANCES. 8. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 10.PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 11. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. ELECTRICAL AND PLUMBING 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2019 CEC. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE WITH CEC 680.26(3). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE CPC. 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP-7 AND 2019 CBC SECTION 3109 (HS CODE §§ 115920-115929). 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 10. CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC SECTION 603.5.21 REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, INCLUDING BUT NOT LIMITED TO CUT -FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18" O.C.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE. 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP. 19 Sc ASTM C 150. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SURFACE. WHEN REQUIRED BY THE BUILDING OFFICIAL GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. CONTINUOUS SHOTCRETE INSPECTION WHERE REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. TITLE 24 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE BUILDING ENERGY EFFICIENCY STANDARDS. 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 4.2. SYSTEM IS INSTALLED WITH: A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER. GATES TO BE SELF -CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. 2. BARRIERS SHALL COMPLY WITH CBC SECTION 3109 (HS CODE §§ 115920-115929), INCLUDING LOCALLY ADOPTED AMENDMENTS. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. COUNTY OF LOS ANGELES SPECIAL NOTES 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE SITE PLAN. 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY BUILDING CODE (LACBC). 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN 2 1/2 FEET. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. CITY OF SIMI VALLEY SPECIAL NOTES 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS REPORT (CBC TABLE 1610.1). UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE (E.F.P.) OF 100 P.S.F. 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY ORDINANCE NO. 19-006 SECTION 7-1-56 SECTION AV100. CITY OF SANTA CLARITA SPECIAL NOTES CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. COUNTY OF SAN BERNARDINO SPECIAL NOTES 1. THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN IB-0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL DESIGN AND GEOMETRY. 3. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. N.T.S. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. DECKING COPING SKIMMER COVER. BEND BOND BEAM UNDER SKIMMER. 4'-0" MIN. #8 COPPER GROUND WIRE LISTED ELECTRICAL 'J' BOX. 8" MIN. ABOVE DECK, WATER LINE OR FLOOD LINE WHICH EVER IS GREATER. C.E.C. APPROVED CONDUIT & GFCI PROTECTED CIRCUIT (2) #3 BARS EACH WAY AROUND NICHE. .TCA71:' 71:' TAI =11'I�1 MIN. 3„ CLR.X X FIXTURE LENS RECESSED LIGHT. 18" MIN. LAP, TYP. NOTES: 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO BRASS CONDUIT TO POOL REBAR, OR NON-METAWC CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS FOR LIGHTING FIXTURES U.L STANDARD 676. Q cj i FINISH GRADE. ...COMPACTED S FILL \� \/•F \4'O -A r1 11 \ i VERT. STEEL #3 CO 6" 0.C. 5'-0" DEEP & BELOW. HORIZONTAL STEEL. #3 BARS ® 12" 0.C. TYP. BOND BEAM Al (4) #3 BARS PER TABLE #1 & DETAIL #12. 2 1/2" CLR. NOTE: EXTRA REINFORCING TO EXTEND 24" MIN. EACH SIDE OF RAMP. a N CD 'CY `</ H 0 BRICK OR PRECAST CONCRETE COPING. EXPANSION JOINT & SEALANT REQ'D. FOR EXPANSIVE SOILS. PER DETAIL #8 DECKING. - PLUMBING MAY BE LOCATED IN BOND BEAM LOWER CORNER MAINTAIN 1" CLR. TO REINF. 9 1/2" to 12" CLR. PRECAST COPING OR BRICK (2) #3 BARS BEND VERT. STEEL 45' OR 90'. BOND BEAM PER -, TABLE NO. 1. f-PLASTER VENEER. STILE VENEER NOTCH WOOD POST FROM ATTACHED PATIO COVER MAX. DEAD + LIVE LOAD = 2000 lb. OR MAX. 2000 LB ROCK ON BOND BEAM. ANCHORAGE PER PATIO COVER PLAN. BOND PER ELECTRICAL Sc PLUMBING NOTE 2. 3 1/2" MIN. CONC. DECKING. CANTILEVER CONCRETE } 3RD AND/OR 4TH 7 BAR LOCATION I MAY VARY TO PROVIDE 2 1/2" CLR. BETWEEN PARALLEL BARS. TILE BOND BEAM PER TABLE NO. 1. BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. #3 BARS BENT ® 48" 0.C. (6) #4 BARS. PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO THIS DESIGN ARE THE PROPERTY SOLEY OF POOL ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. FOR USE ONLY AT 54810 Cavalcade Ct La Quinta CA 92253 OPTIONAL (6) BAR BOND BEAM LEVEL TOP OF BOND BEAM WITH GROUT & PLACE 15# FELT OR 4 MIL. VISQUEEN ON TOP OF BOND BEAM. MASTIC TILE EXPANSIVE SOIL DETAILS IN EXPANSIVE SOILS WHERE ARE NOT MET USE TABLE 1, MIN DECK REQMTS SCHEDULE 'C' N.T.S. SKIMMER DETAIL N.T.S. SECTION AT LIGHT N.T.S. SHALLOW/DEEP END RAMP BOND BEAM DETAILS N.T.S. Date: 11/20/2020 PLAN VALID ONLY WITH WET STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. AUTHORIZED SIGNATURES: RONALD L. LACHER, P.E. TODD L. LACHER, P.E. CHRIS BIEDENBACH, P.E. MATTHEW THOMPSON, P.E. .02 0 U 0 STANDARD PLAN APPROVALS: CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) CITY OF ONTARIO: #B201904315 SAN DIEGO: MP #525633 SIMI VALLEY: 2019-1 SANTA CLARITA: SAN BERNARDINO: RIVERSIDE COUNTY: ORANGE COUNTY: LOS ANGELES COUNTY: CITY OF BEVERLY HILLS: #POOL-2019-00144 #342375 #MB20-0001 #26077-20 #13 KERN COUNTY: #K201908764 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES VENTURA COUNTY: S.P.A. # 6-2017 (REQ'S PEI 100-VCO) PREPARED IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE) STANDARD POOL pool engineering inc. Ron Lacher, R.C.E. 1201 N. Tustin Ave. Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SHEET: 1oo, COPYRIGHT 2019, POOL ENGINEERING INC. I - CALCULATIONS METHODOLOGY: y = EQUIVALENT FLUID PRESSURE CASE I OTM = 1/6 y H3 WHERE y = 60 pcf NET MOM = OTM — RESISTING MOMENT CASE II OTM = 1/6 y H3 WHERE y = 62.4 pcf NET MOM = OTM + RESISTING MOMENT fs fc vc — M(12 in/ft) _ Mt (12) As j d As (0.887) d _ M(2) 12 in/ft j k b d2 Mt (2)(12) (0.887)(0.339)(12) d2 (1/2) y H2 (12 in/ft) j d y H2 (2)(12)(0.887) d f'c = 2,500 psi Fs = 20,000 psi fc = 0.45 f'c = 1125 psi Vc = 1.1ITT = 55 psi < 1125 psi < 55 psi CALCULATION RESULTS: RESISTING MOMENT: RESISTING MOMENT ABOUT POINT A RM = W1 d, + W2d2 + ... Wr,do CASE I CASE II W„ = wt. of segment„ LOADING DIAGRAM: THIS DETAIL IS DESIGNED FOR EACH OF THE LOAD CASES DEFINED BELOW. y = 60 P.C.F. CASE I y = 62.4 P.C.F. CASE II FREESTANDING WALL EQUIVALENT FLUID PRESSURE = 60 P.C.F. RESULTS FOR NO RAISED BOND BEAM DEPTH 'D' SOIL OTM ft—# WATER OTM ft—# SOIL RM ft—# WATER RM ft—# NET Mom CASE I d1 SOIL CASE II d2 WATER VERTICAL STEEL fs p.s.i. fc p.s.i. vc p.s.i. 3'-6" 429 446 106 —53 393 3" 3" #3 ® 12" 15354 427 10.6 4'-0" 640 666 124 —55 611 3" 3" #3 ® 6" 12275 508 13.9 5'-0" 1250 1300 230 —57 1020 31/2" 41/2" " 17454 660 17.9 6'-0" 2160 2246 497 —2 1663 4" 51/2" add 3 #4 8283 580 22.5 7'-0" 3430 3567 1046 315 3882 4" 51/2" " 13807 832 30.6 8'-0" 5120 5325 2259 971 6296 4" 61" 18781 998 40.0 8'-6" 6141 6387 4820 888 7275 4" 71/2" 18671 889 45.2 RESULTS FOR 2'-6" MAX. RAISED BOND BEAM HEIGHT H SOIL OTM ft—# WATER OTM ft—# SOIL RM ft—# WATER RM ft—# NET Mom CASE I SOIL CASE II WATER VERTICAL STEEL fs p.s.i. fc p.s.i. vc p.s.i. 3'-6" 429 10 106 —53 323 3" 3" #3 ® 12" 12607 351 10.2 4'-0" 640 35 116 —63 524 3" 3" #3 ® 6" 10537 436 13.3 5'-0" 1250 163 135 —99 1115 31/2" 3" " 19071 722 17.9 6'-0" 2160 446 163 —165 1997 41/2" 3" #3 ® 3" 13563 666 20.0 7'-0" 3430 948 251 —163 3179 5" 3" " 19325 891 24.5 8'-0" 5120 1730 508 —82 4612 6" 3" add 3 #4 14965 938 26.7 9'-0" 7290 2856 1031 195 6259 61" 4" " 18669 1064 31.2 10'-0" 10000 4388 2082 611 7918 8" 51/2" " 18993 1021 31.3 11'-0" 13310 6387 6678 291 6678 81/2" 61" " 19921 1034 35.6 HORIZONTAL STEEL #3 BARS 0 12" O.C. TYP. THROUGHOUT. VERTICAL STEEL. SEE TABLE 551. OPTIONAL FILL BEGINNING 0 D = 5'-0" USE #3 BARS ® 12" O.C. Il BEGINNING © D = 6'-0" OR MORE USE #4 BARS ® 12" O.C. `'' 1 11-1 11=1 I SLOPING CONDITION REQUIRES APPROVAL OF SOILS ENGINEER. co (UNDISTURBED SOIL) SQUARE —OFF WHEN NATURAL GRADE OR ENGINEERED COMPACT FILL IS BELOW RADIUS POINT. TABLE 551 'D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) POOL DEPTH NO RAISED BOND BEAM REQ'D TRANS. D d 1 d2 VERTICAL STEEL 0 to 3'6" 3" 3" #3 ® 12" 2'-0" 4'-0" 3" 3" #3 ® 6" 2'—O" 4'-6" 3" 31/2 " 2'—O" 5'—O" 31/2 41/2" " 2'—O" 5'-6" 4" 51/2 " 2'—O" 6'-0" 4" 51/2" add 3 #4 2'-0" 6'-6" 4" 51/2 " 2'—O" 7'—O" 4" 51/2" " 2'—O" 7'-6" 4" 51/2 " " 2'—O" 8'—O" 4" 61/2" " 2'—O" 8'-6" 4" 71/2" " 2'—O" COPING. BOND BEAM PER STANDARD fvPOOL STRUCTURAL PLAN, DETAIL #1 & #12 W/ (4) #4 BARS. VERTICAL STEEL. SEE TABLE 551. TOTAL HEIGHT 2'-6" MAX. RAISED BOND BEAM REQ'D TRANS. H d 1 d 2 VERTICAL STEEL 0 to 3'6" 3" 3" #3 ® 12" 2'-0" 4'-0" 3" 3" #3 ® 6" 2'-0" 4'-6" 3" 3" 5'-0" 31/2„ 3" 5'-6" 41/2" 3" 6'-0" 41/2" 3" #3 ® 3" 2'—O" 6'-6" 41/2" 3" 7'-0" 5" 3" 7'-6" 6" 3" 8'-0" 6" 3" add 3 #4 2'-10" 8'-6" 6" 31/2" 2'-11" 9'-0" 61/2" 4" 9'-6" 7" 5" 10'-0" 8" 51/2 " " 3'-2" 10'-6" 814" 61/2" 11'-0" 81,6" 61,6" " 3'-2" TOP OF BOND BEAM (STANDARD WALL) WATER LINE. RADIUS POINT. X co ih STRAI HORIZONTAL STEEL #3 BARS ® 12" O.C. TYP. THROUGHOUT. SEE TABLE 551 TRANSITION WALL TO FLOOR STEEL & THICKNESS d1 & d2 TO BE CHANGED UNIFORMLY. SEE TABLE 551. TYPICAL ADD BAR REINFORCING DIAGRAM TOP OF POOL WALL TOP OF BOND BEAM (WALL W/ R.B.B.) BASIC GRID #3 BARS ® 12" O.C. EACH WAY. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. CO 0 CO o Nce a CO 0 0 I TOTAL HEIGHT CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 12/ 17/2020 BY IF uj U a`) 0 U J c 0 CC FOR USE ONLY AT 54810 Cavalcade Ct La Quinta CA 92253 Date: 12/15/2020 z 0 I- U z z 0 U 0 w (n w CO 0 FREESTANDING WALL EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #551 #4 BARS CONTINUOUS 0 24" O.C. (HORIZ.) TYP. THROUGHOUT. 6" C.M.U. VERTICAL 'A' BARS 'E' BARS CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 12/1 7/2020 By I FOOTING TO BE 12" MIN. INTO UNDISTURBED SOIL or 90% III I 1 11 COMPACTED FILL, or AS-1I1i111III1 REQUIRED BY A SOILS REPORT 'F' BARS 0 FOOTING WIDTH WALL HEIGHT: 6'-0" to 6'-8" 'F' / U 8" STANDARD HOOK EMBEDMENT, SEE HOOK DETAIL. ALTERNATE BEND EVERY OTHER BAR. #4 BARS CONTINUOUS ® 24" O.C. (HORIZ.) TYP. THROUGHOUT. 8" C.M.U. EQ. EQ. • VERTICAL 'A' BARS 'E' BARS Q FOOTING TO BE 12" MIN. INTO UNDISTURBED SOIL or 90% COMPACTED FILL, or AS REQUIRED BY A SOILS REPORT 'F' BARS • • 11 III I1 1-III—Il1 'F' M U FOOTING WIDTH WALL HEIGHT: 7-4" to 8'-0" MATERIAL NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CBC/IBC. 2. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF f m = 2,000 psi. 3. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 PSI. 4. MORTAR SHALL BE TYPE M WITH f'c = 2,500 psi AND SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 270. 5. CONCRETE TO BE IN CONFORMANCE WITH CBC/IBC CHAPTER 19 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 6. IF PROVISIONS FOR CONCRETE SULFATE EXPOSURE ARE REQUIRED BY THE PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 19.3.1.1. 7. CEMENT SHALL CONFORM TO ACI 318, CHAPTER 19, ASTM C 150. 8. WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS OFFICE PRIOR TO CONSTRUCTION. 11. MORTAR BED JOINTS USED IN CONSTRUCTION SHALL NOT EXCEED %" THICKNESS. 12. ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT AND SHALL HAVE A COVER OF NOT LESS THAN 2 INCHES. 13.ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #4 BARS AND SMALLER, AND GRADE 60 FOR #5 BARS AND LARGER. 14. LAP SPLICES TO BE 24" MINIMUM OR AS SPECIFIED. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRuCTuRES AND SUPPORTING SOIL MAY BE SUBJECTED. CONSTRUCTION NOTES: 1. APPROVED DRAINAGE CONVEYANCE SHALL BE PROVIDED WHENEVER THE SURFACE FLOW BEHIND THE WALL WILL NOT READILY DISCHARGE OR IF THE DISCHARGE IS UNDESIRABLE. 2. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. 3. VERTICAL EXPANSION JOINTS IN THE WALL ARE REQUIRED AT 25' ON CENTER MAXIMUM AND AT RE—ENTRANT OR 90' CORNERS. 4. THIS PLAN DEPICTS THE FREESTANDING WALL IN A COMPLETED STATE ONLY. THE FREESTANDING WALL INSTALLER IS RESPONSIBLE FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 3" CLR. // / 40 DIA. REINFORCING SAME SIZE AS FOOTING REINFORCING. 6" MIN. / a ca J / 40 DIA. / 3'-0" CONC. I. I. 3" CLR. 2'-6" MAS. CU 0 U co co STEPPED FOOTING DETAIL NOTES: ALL FOOTING STEEL TO BE 3" CLR. FROM EARTH. HOOK DETAIL TOP OF FOOTING R = BEND RADIUS 3d FOR #3 THROUGH #8 BARS. 4d FOR #9 THROUGH #11 BARS. SHEAR KEY FIRST COURSE MAY BE SET IN FOOTING OR USE SHEAR KEY AS SHOWN BELOW WALL FOOTING 1 " STANDARD HOOK EMBEDMENT, SEE HOOK DETAIL. ALTERNATE BEND EVERY OTHER BAR. #4 BARS CONTINUOUS ® 24" O.C. (HORIZ.) TYP. THROUGHOUT. 12" C.M.U. EQ. EQ. VERTICAL 'A' BARS 'E' BARS EQ FOOTING TO BE 12" MIN. INTO UNDISTURBED SOIL or 90% COMPACTED FILL, or AS REQUIRED BY A SOILS REPORT 'F' BARS EQ. 'F' FOOTING WIDTH WALL HEIGHT: 8'-8" to 10'-0" GARDEN WALL SCHEDULE WALL HEIGHT 'H' FTG. DEPTH 'D' FOOTING WIDTH 'F' FOOTING E' BARS* FOOTING 'F' BARS VERTICAL 'A' BARS C.M.U. BLOCK SIZE 6'-0" 12" 3'-3" (4) #4 #4 ® 12" #5 CO 24" 6" 6'-8" 12" 3'-6" (4) #4 #4 ® 12" #5 ® 24" 7'-4" 15" 4'-0" (5) #4 #4 ® 12" #5 0 24" 8" 8'-0" 15" 4'-6" (5) #4 #4 ® 12" #5 024" 8'-8" 15" 5'-9" (7) #4 #4 ® 12" #5 CO 16" 12" 9'-4" 15" 6'-3" (7) #4 #4 ® 12" #5 ® 16" 10'-0" 15" 7-3" (8) #4 #4 ® 12" #5 ® 8" LAP DETAIL (1 )i)d CLR. OR BARS MAY BE IN CONTACT IF WIRED TOGETHER NOTCH & FILL W/ GROUT. * BARS TO BE EVENLY SPACED, 12" O.C. MAX, SPACING LAP LENGTH U.O.N. I LAP LENGTH: #4 BARS — 24" (CONCRETE/MASONRY) #5 BARS — 36" (MASONRY) LOADING DIAGRAM GOVERNING LATERAL LOAD DOWNSLOPE CONDITION WHERE 'h' IS TOTAL HEIGHT OF SLOPE. h/3 TO DAYLIGHT 5' MIN., OR PER SOILS ENGINEER. J 1" STANDARD HOOK EMBEDMENT, SEE HOOK DETAIL. ALTERNATE BEND EVERY OTHER BAR. DESIGN CRITERIA: RETAINING WALL DESIGN PER 2019 C.B.C. AND 2018 I.B.C. WITH STATE AMENDMENTS LATERAL SLIDING RESISTANCE: 130 P.S.F. BEARING PRESSURE: 1,500 P.S.F. 2,000 P.S.F. (1/3 INCREASE FOR LATERAL) PER C.B.C./I.B.0 1806.1 ui U 4) 0 U CO C 0 Ct • E co < '. ICAO ch C (-1 H E O 0 Z•5CO Q. L o (0 0 FOR USE ONLY AT 54810 Cavalcade Ct La Quinta CA 92253 Date: 12/15/2020 cn �z wg weL 0 z O w � p J cc — w Ce >Q z Z C 6'-0' to 10'-0" GARDEN WALL SPREAD FOOTING LATERAL LOAD PER A.S.C.E. 7 DETAIL #861